Your program must accept the following inputs:Design wind speed, in mphWidth of windward wall, B$,$ in feetLength of side wall, L$,$ in feetHeight of side walls, H$,$ in feetRoof pitch, $,$ in degreesThe modality of how these inputs are delivered to the program is completely up to you. Your program must output the design wind pressures $(+$ and $-)$ acting on the:Windward wallLeeward wallSide wallsWindward roofLeeward roofThe modality of how the program displays these results is completely up to you. Program requirements:Your program must be capable of interpolating between values provided in the lookup tables, if necessary $($expanded tables are included in this module with more data than those we used in class$).$You must include error handling code, for example:What will the code do if an unexpected value is given as an input $($e$.$g$.$ a non$-$numeral character input for a length$)?$What will the code do if one of the inputs is outside the range of values your computations can handle $($e$.$g$.$ z $>500,>35,$ etc.$)?$Your program could trigger an input message box asking the user to edit their input$($s$)($this is just an example, you can handle this however you'd like$).$You must use Option Explicit.You should add comments to your code listing any assumptions that were made $($e$.$g$.$ the values used for the topographic factor, the wind directionality factor, the gust response factor, and the internal pressure coefficient$).$Your code should generally follow the guidelines that we have established throughout the semester $($option explicit, data typing, comment lines, etc.$).$ I will be looking to see that you use all of the coding elements that we have discussed in class: functions $($to perform calculations$),$ sub programs $($where applicable$),$ if$-$blocks, and loops. Can you please show the code

Below is an expanded table for the velocity pressure exposure coefficient values presented in Lecture $6.$ The table in the lecture slides only goes up to $50$ feet.

$\backslash$table$[[60,18\mathrm{.}0,1\mathrm{.}13],[70,21\mathrm{.}3,1\mathrm{.}17],[80,24\mathrm{.}4,1\mathrm{.}21],[90,27\mathrm{.}4,1\mathrm{.}24],[100,30\mathrm{.}5,1\mathrm{.}26],[120,36\mathrm{.}6,1\mathrm{.}31],[140,42\mathrm{.}7,1\mathrm{.}36],[160,48\mathrm{.}8,1\mathrm{.}39],[180,54\mathrm{.}9,1\mathrm{.}43],[200,61\mathrm{.}0,1\mathrm{.}46],[250,76\mathrm{.}2,1\mathrm{.}53],[300,91\mathrm{.}4,1\mathrm{.}59],[350,106\mathrm{.}7,1\mathrm{.}64],[400,121\mathrm{.}9,1\mathrm{.}69],[450,137\mathrm{.}2,1\mathrm{.}73],[500,152\mathrm{.}4,1\mathrm{.}77]]$

Below is an expanded table for the maximum negative roof pressure coefficient values presented in Lecture $6.$ The table in the lecture slides only applies to roofs with a $10-$degree pitch. these are the table we should us$.$ Show all the vba code to type also make sure if it goes past $50$ that it say its an error so then user knows